Damage of saline intact loess after dry-wet and its interpretation based on SEM and NMR

In this paper, influence of dry-wet cycles on the damage characteristics was investigated on saline loess specimens by infiltrating sodium sulfate solution with different preset concentrations. Scanning electron microscope (SEM), triaxial shear tests, and nuclear magnetic resonance (NMR) were used t...

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Published inSoils and foundations Vol. 60; no. 4; pp. 911 - 928
Main Authors Xu, Jian, Li, Yanfeng, Ren, Chang, Lan, Wei
Format Journal Article
LanguageEnglish
Published Elsevier B.V 01.08.2020
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Abstract In this paper, influence of dry-wet cycles on the damage characteristics was investigated on saline loess specimens by infiltrating sodium sulfate solution with different preset concentrations. Scanning electron microscope (SEM), triaxial shear tests, and nuclear magnetic resonance (NMR) were used to detect the changes in soil strength parameters and microstructure with dry-wet cycles and salt content. The SEM images show that the skeleton of saline loess at higher salt contents or after more dry-wet cycles tend to be looser, and more large and medium-sized pores appear. This implies the weakening of soil structure, as proved by the increase of both pore area ratio and fractal dimension. The cohesion and internal friction angle both decrease with dry-wet cycles, and tend to stabilize after five cycles, while the two indexes vary with salt content in a linear pattern. The cohesion-based damage ratios due to dry-wet cycles and salt weathering were discussed. The equation for NMR-based porosity was established considering both dry-wet cycles and salt content. Finally, the predictive model for damage degree based on the porosity equation was obtained, which can well predict the damage of saline intact loess under the coupled influence of dry-wet cycles and salt weathering.
AbstractList In this paper, influence of dry-wet cycles on the damage characteristics was investigated on saline loess specimens by infiltrating sodium sulfate solution with different preset concentrations. Scanning electron microscope (SEM), triaxial shear tests, and nuclear magnetic resonance (NMR) were used to detect the changes in soil strength parameters and microstructure with dry-wet cycles and salt content. The SEM images show that the skeleton of saline loess at higher salt contents or after more dry-wet cycles tend to be looser, and more large and medium-sized pores appear. This implies the weakening of soil structure, as proved by the increase of both pore area ratio and fractal dimension. The cohesion and internal friction angle both decrease with dry-wet cycles, and tend to stabilize after five cycles, while the two indexes vary with salt content in a linear pattern. The cohesion-based damage ratios due to dry-wet cycles and salt weathering were discussed. The equation for NMR-based porosity was established considering both dry-wet cycles and salt content. Finally, the predictive model for damage degree based on the porosity equation was obtained, which can well predict the damage of saline intact loess under the coupled influence of dry-wet cycles and salt weathering.
Author Lan, Wei
Ren, Chang
Xu, Jian
Li, Yanfeng
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Cites_doi 10.1139/cgj-2015-0285
10.1016/j.enggeo.2013.10.023
10.1007/s10064-017-1101-9
10.1134/S1064229317130014
10.1016/j.coldregions.2019.05.005
10.1016/j.enggeo.2005.06.009
10.1007/s10064-019-01561-8
10.1016/j.clay.2011.07.022
10.1016/j.coldregions.2014.06.007
10.1016/j.enggeo.2014.07.021
10.1016/j.coldregions.2012.12.009
10.1155/2019/1672418
10.1016/j.coldregions.2018.05.003
10.1007/s11368-018-2136-7
10.3997/1873-0604.2010055
10.1016/j.enggeo.2017.09.003
10.1190/geo2015-0515.1
10.1016/j.coldregions.2018.01.011
10.1016/j.sandf.2015.02.007
10.1007/s10064-015-0793-y
10.1007/s12205-019-0197-9
10.1016/j.cageo.2013.04.008
10.1016/j.enggeo.2017.11.025
10.1007/s11368-016-1511-5
10.1139/cgj-2015-0200
10.1016/j.coldregions.2019.102846
10.1061/(ASCE)GT.1943-5606.0001032
10.1016/j.catena.2018.01.020
10.1007/s11771-017-3482-0
10.1016/j.geoderma.2009.10.008
10.1016/j.enggeo.2008.05.005
10.1139/cgj-2016-0184
10.1016/j.enggeo.2015.11.007
10.1016/j.catena.2018.10.006
10.1023/A:1018671022008
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Issue 4
Keywords Loess
NMR
SEM
Dry-wet
Damage
Sodium sulfate
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References Wen, Yan (b0180) 2014; 168
Baer, Kent, Anderson (b0010) 2009; 154
Khan, Hossain, Khan, Samir, Aramoon (b0085) 2017; 2017
Sun, Peng, Chen, Lu, Igwe (b0140) 2016; 75
Estabragh, Parsaei, Javadi (b0050) 2015; 55
Wang, Qi, Yin, Zhang, Ma (b0170) 2014; 106
Jiang, Zhang, Hu, Cui, Peng (b0075) 2014; 181
Wang, Ding, Xu, Ren, Yang (b0165) 2019; 23
Shi, Zhang, Zhang, Zhang, Yao (b0135) 2017; 17
Chen, Zhang, Yang (b0030) 2018; 39
Ye, Wu, Yang, Jing, Chang, Chen (b0200) 2019; 38
Li, Xie, Pak, Vanapalli (b0090) 2019; 173
Zhang, Zhou, Qin, Bing, Wu, Zhou (b0215) 2017; 47
Fan, Xu, Scaringi, Li, Peng (b0055) 2017; 228
Liu, Tang, Shi, Suo (b0100) 2013; 57
Wang, Li, Ma, Vanapalli (b0160) 2019; 19
Maurer, Knight (b0110) 2016; 81
GB/T50123-2019 M.o.C., Ministry of Water Resources, 2019. China national standards GB/T50123-2019: standard for geotechnical testing method.
Tang, Shi, Liu, Zhao, Wang (b0145) 2008; 101
Yu, Liu, Liu, Wang, Feng, Huang (b0205) 2018; 165
Xu, Coop (b0195) 2016; 53
Hu, Yuan, Mei, Wang, Liu (b0070) 2020; 79
Liu, Liu, Ma, Wang, Bai, Zheng, Yin, Zhang (b0105) 2016; 53
Xu, Ren, Wang, Wang, Yuan (b0190) 2018; 148
Coates, Xiao, Prammer (b0035) 2007
Costabel, Yaramanci (b0040) 2011; 9
Shen, Chen, Kuang, Du (b0130) 2017; 24
Tang, Shi, Wang (b0150) 2008; 30
Bing, Zhang, Ma (b0015) 2017; 50
Rabotnov (b0120) 1969
Alonso, Romero, Hoffmann, García-Escudero (b0005) 2005; 81
Oualmakran, Mercatoris, Francois (b0115) 2016; 53
Chen, Jiang, Niu, Leng, Tian (b0020) 2019; 78
Di Maio, Scaringi (b0045) 2016; 200
Kachanov (b0080) 1999; 97
Liu, Shi, Zhou, Tang (b0095) 2011; 54
Wang, Qi, Yu, Yao (b0175) 2013; 88
Zhang, Song, Weng, Xie (b0210) 2019; 2019
Tang, Wang, Jin, Yang, Jia, Taoum (b0155) 2018; 153
Goh, Rahardjo, Leong (b0065) 2014; 140
Chen, Ma, Li (b0025) 2019; 167
Shao, Zhang, Tan (b0125) 2018; 233
Xu, Li, Lan, Wang (b0185) 2019; 164
Xu (10.1016/j.sandf.2020.06.006_b0190) 2018; 148
10.1016/j.sandf.2020.06.006_b0060
Wen (10.1016/j.sandf.2020.06.006_b0180) 2014; 168
Chen (10.1016/j.sandf.2020.06.006_b0020) 2019; 78
Wang (10.1016/j.sandf.2020.06.006_b0175) 2013; 88
Khan (10.1016/j.sandf.2020.06.006_b0085) 2017; 2017
Estabragh (10.1016/j.sandf.2020.06.006_b0050) 2015; 55
Shi (10.1016/j.sandf.2020.06.006_b0135) 2017; 17
Xu (10.1016/j.sandf.2020.06.006_b0185) 2019; 164
Li (10.1016/j.sandf.2020.06.006_b0090) 2019; 173
Wang (10.1016/j.sandf.2020.06.006_b0165) 2019; 23
Jiang (10.1016/j.sandf.2020.06.006_b0075) 2014; 181
Chen (10.1016/j.sandf.2020.06.006_b0030) 2018; 39
Liu (10.1016/j.sandf.2020.06.006_b0105) 2016; 53
Tang (10.1016/j.sandf.2020.06.006_b0145) 2008; 101
Baer (10.1016/j.sandf.2020.06.006_b0010) 2009; 154
Rabotnov (10.1016/j.sandf.2020.06.006_b0120) 1969
Bing (10.1016/j.sandf.2020.06.006_b0015) 2017; 50
Shao (10.1016/j.sandf.2020.06.006_b0125) 2018; 233
Kachanov (10.1016/j.sandf.2020.06.006_b0080) 1999; 97
Zhang (10.1016/j.sandf.2020.06.006_b0215) 2017; 47
Di Maio (10.1016/j.sandf.2020.06.006_b0045) 2016; 200
Hu (10.1016/j.sandf.2020.06.006_b0070) 2020; 79
Yu (10.1016/j.sandf.2020.06.006_b0205) 2018; 165
Maurer (10.1016/j.sandf.2020.06.006_b0110) 2016; 81
Tang (10.1016/j.sandf.2020.06.006_b0150) 2008; 30
Wang (10.1016/j.sandf.2020.06.006_b0170) 2014; 106
Xu (10.1016/j.sandf.2020.06.006_b0195) 2016; 53
Tang (10.1016/j.sandf.2020.06.006_b0155) 2018; 153
Liu (10.1016/j.sandf.2020.06.006_b0100) 2013; 57
Zhang (10.1016/j.sandf.2020.06.006_b0210) 2019; 2019
Liu (10.1016/j.sandf.2020.06.006_b0095) 2011; 54
Chen (10.1016/j.sandf.2020.06.006_b0025) 2019; 167
Shen (10.1016/j.sandf.2020.06.006_b0130) 2017; 24
Ye (10.1016/j.sandf.2020.06.006_b0200) 2019; 38
Fan (10.1016/j.sandf.2020.06.006_b0055) 2017; 228
Goh (10.1016/j.sandf.2020.06.006_b0065) 2014; 140
Costabel (10.1016/j.sandf.2020.06.006_b0040) 2011; 9
Alonso (10.1016/j.sandf.2020.06.006_b0005) 2005; 81
Oualmakran (10.1016/j.sandf.2020.06.006_b0115) 2016; 53
Coates (10.1016/j.sandf.2020.06.006_b0035) 2007
Wang (10.1016/j.sandf.2020.06.006_b0160) 2019; 19
Sun (10.1016/j.sandf.2020.06.006_b0140) 2016; 75
References_xml – volume: 164
  year: 2019
  ident: b0185
  article-title: Shear strength and damage mechanism of saline intact loess after freeze-thaw cycling
  publication-title: Cold Reg. Sci. Tech.
– volume: 200
  start-page: 1
  year: 2016
  end-page: 9
  ident: b0045
  article-title: Shear displacements induced by decrease in pore solution concentration on a pre-existing slip surface
  publication-title: Eng. Geol.
– volume: 233
  start-page: 11
  year: 2018
  end-page: 22
  ident: b0125
  article-title: Collapse behavior and microstructural alteration of remolded loess under graded wetting tests
  publication-title: Eng. Geol.
– volume: 47
  start-page: 839
  year: 2017
  end-page: 847
  ident: b0215
  article-title: Experimental Study on Porosity Characteristics of Loess Under Freezing-Thawing Cycle
  publication-title: J. Jilin Univ. Earth Sci. Ed.
– volume: 88
  start-page: 50
  year: 2013
  end-page: 58
  ident: b0175
  article-title: A novel method for estimating settlement of embankments in cold regions
  publication-title: Cold Reg. Sci. Tech.
– volume: 173
  start-page: 276
  year: 2019
  end-page: 288
  ident: b0090
  article-title: Microstructural evolution of loess soils from the Loess Plateau of China
  publication-title: Catena
– volume: 78
  start-page: 931
  year: 2019
  end-page: 944
  ident: b0020
  article-title: Dynamic characteristics of saturated loess under different confining pressures: a microscopic analysis
  publication-title: Bull. Eng. Geol. Environ.
– volume: 23
  start-page: 2437
  year: 2019
  end-page: 2452
  ident: b0165
  article-title: Shear Strength Behavior of Coarse-Grained Saline Soils after Freeze-Thaw
  publication-title: KSCE J. Civ. Eng.
– volume: 39
  start-page: 4117
  year: 2018
  ident: b0030
  article-title: Analogy study on evolution of microstructure of earthen monument during natural weathering process
  publication-title: Rock Soil Mech.
– volume: 2017
  start-page: 615
  year: 2017
  end-page: 622
  ident: b0085
  article-title: Impact of Wet-Dry Cycles on the Shear Strength of High Plastic Clay Based on Direct Shear Testing
  publication-title: Geotechnical Frontiers
– volume: 57
  start-page: 77
  year: 2013
  end-page: 80
  ident: b0100
  article-title: Automatic quantification of crack patterns by image processing
  publication-title: Comput. Geosci.
– volume: 154
  start-page: 153
  year: 2009
  end-page: 163
  ident: b0010
  article-title: Image analysis and fractal geometry to characterize soil desiccation cracks
  publication-title: Geoderma
– volume: 181
  start-page: 249
  year: 2014
  end-page: 260
  ident: b0075
  article-title: Structural characterization of natural loess and remolded loess under triaxial tests
  publication-title: Eng. Geol.
– volume: 228
  start-page: 337
  year: 2017
  end-page: 345
  ident: b0055
  article-title: A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China
  publication-title: Eng. Geol.
– volume: 38
  start-page: 2126
  year: 2019
  end-page: 2137
  ident: b0200
  article-title: Study on microstructure and macro-mechanical properties of paleosol under dry-wet cycles
  publication-title: Chin. J. Rock Mech. Eng.
– volume: 81
  start-page: D503
  year: 2016
  end-page: D518
  ident: b0110
  article-title: Models and methods for predicting hydraulic conductivity in near-surface unconsolidated sediments using nuclear magnetic resonance
  publication-title: Geophysics
– reference: GB/T50123-2019 M.o.C., Ministry of Water Resources, 2019. China national standards GB/T50123-2019: standard for geotechnical testing method.
– volume: 2019
  start-page: 14
  year: 2019
  ident: b0210
  article-title: A New Soil-Water Characteristic Curve Model for Unsaturated Loess Based on Wetting-Induced Pore Deformation
  publication-title: Geofluids
– start-page: 342
  year: 1969
  end-page: 349
  ident: b0120
  article-title: Creep rupture
  publication-title: International Union of Theoretical and Applied Mechanics
– volume: 30
  start-page: 560
  year: 2008
  end-page: 565
  ident: b0150
  article-title: Factors affecting analysis of soil microstructure using SEM
  publication-title: Chinese J. Geotech. Eng.
– volume: 153
  start-page: 55
  year: 2018
  end-page: 63
  ident: b0155
  article-title: A resistivity model for testing unfrozen water content of frozen soil
  publication-title: Cold Reg. Sci. Tech.
– volume: 148
  start-page: 104
  year: 2018
  end-page: 120
  ident: b0190
  article-title: Strength behaviors and meso-structural characters of loess after freeze-thaw
  publication-title: Cold Reg. Sci. Tech.
– volume: 101
  start-page: 204
  year: 2008
  end-page: 217
  ident: b0145
  article-title: Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils
  publication-title: Eng. Geol.
– volume: 19
  start-page: 1226
  year: 2019
  end-page: 1238
  ident: b0160
  article-title: Evolution of pore-size distribution of intact loess and remolded loess due to consolidation
  publication-title: J. Soils Sediments
– volume: 81
  start-page: 213
  year: 2005
  end-page: 226
  ident: b0005
  article-title: Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting
  publication-title: Eng. Geol.
– volume: 79
  start-page: 383
  year: 2020
  end-page: 398
  ident: b0070
  article-title: Comprehensive strength deterioration model of compacted loess exposed to drying-wetting cycles
  publication-title: Bull. Eng. Geol. Environ.
– volume: 75
  start-page: 1639
  year: 2016
  end-page: 1647
  ident: b0140
  article-title: An experimental study of the mechanical characteristics of fractured loess in western China
  publication-title: Bull. Eng. Geol. Environ.
– volume: 165
  start-page: 125
  year: 2018
  end-page: 132
  ident: b0205
  article-title: Soil moisture variations at different topographic domains and land use types in the semi-arid Loess Plateau, China
  publication-title: Catena
– volume: 24
  start-page: 796
  year: 2017
  end-page: 806
  ident: b0130
  article-title: Effect of salts on earthen materials deterioration after humidity cycling
  publication-title: J. Central South Univ.
– volume: 50
  start-page: 1444
  year: 2017
  end-page: 1449
  ident: b0015
  article-title: Impact of Desalination on Physical and Mechanical Properties of Lanzhou Loess
  publication-title: Eurasian Soil Sci.
– volume: 55
  start-page: 304
  year: 2015
  end-page: 314
  ident: b0050
  article-title: Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil
  publication-title: Soils Found.
– year: 2007
  ident: b0035
  article-title: NMR Logging Principles and Applications
– volume: 53
  start-page: 673
  year: 2016
  end-page: 686
  ident: b0105
  article-title: Collapsibility, composition, and microstructure of loess in China
  publication-title: Can. Geotech. J.
– volume: 53
  start-page: 1902
  year: 2016
  end-page: 1909
  ident: b0115
  article-title: Pore-size distribution of a compacted silty soil after compaction, saturation, and loading
  publication-title: Can. Geotech. J.
– volume: 9
  start-page: 155
  year: 2011
  end-page: 167
  ident: b0040
  article-title: Relative hydraulic conductivity and effective saturation from Earth's field nuclear magnetic resonance - a method for assessing the vadose zone
  publication-title: Near Surf. Geophys.
– volume: 97
  start-page: 11
  year: 1999
  end-page: 18
  ident: b0080
  article-title: Rupture Time Under Creep Conditions
  publication-title: Int. J. Fract.
– volume: 17
  start-page: 61
  year: 2017
  end-page: 69
  ident: b0135
  article-title: The changing pore size distribution of swelling and shrinking soil revealed by nuclear magnetic resonance relaxometry
  publication-title: J. Soils Sediments
– volume: 106
  start-page: 47
  year: 2014
  end-page: 54
  ident: b0170
  article-title: A simple rheological element based creep model for frozen soils
  publication-title: Cold Reg. Sci. Tech.
– volume: 168
  start-page: 46
  year: 2014
  end-page: 58
  ident: b0180
  article-title: Influence of structure on shear characteristics of the unsaturated loess in Lanzhou
  publication-title: China. Eng. Geol.
– volume: 167
  start-page: 12
  year: 2019
  ident: b0025
  article-title: Study on the mesostructural evolution mechanism of compacted loess subjected to various weathering actions
  publication-title: Cold Reg. Sci. Tech.
– volume: 53
  start-page: 1026
  year: 2016
  end-page: 1037
  ident: b0195
  article-title: Influence of structure on the behavior of a saturated clayey loess
  publication-title: Can. Geotech. J.
– volume: 54
  start-page: 97
  year: 2011
  end-page: 106
  ident: b0095
  article-title: Quantification and characterization of microporosity by image processing, geometric measurement and statistical methods: Application on SEM images of clay materials
  publication-title: Appl. Clay Sci.
– volume: 140
  start-page: 5
  year: 2014
  ident: b0065
  article-title: Shear Strength of Unsaturated Soils under Multiple Drying-Wetting Cycles
  publication-title: J. Geotech. Geoenviron. Eng.
– volume: 30
  start-page: 560
  issue: 4
  year: 2008
  ident: 10.1016/j.sandf.2020.06.006_b0150
  article-title: Factors affecting analysis of soil microstructure using SEM
  publication-title: Chinese J. Geotech. Eng.
– volume: 53
  start-page: 673
  issue: 4
  year: 2016
  ident: 10.1016/j.sandf.2020.06.006_b0105
  article-title: Collapsibility, composition, and microstructure of loess in China
  publication-title: Can. Geotech. J.
  doi: 10.1139/cgj-2015-0285
– volume: 168
  start-page: 46
  year: 2014
  ident: 10.1016/j.sandf.2020.06.006_b0180
  article-title: Influence of structure on shear characteristics of the unsaturated loess in Lanzhou
  publication-title: China. Eng. Geol.
  doi: 10.1016/j.enggeo.2013.10.023
– volume: 78
  start-page: 931
  issue: 2
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0020
  article-title: Dynamic characteristics of saturated loess under different confining pressures: a microscopic analysis
  publication-title: Bull. Eng. Geol. Environ.
  doi: 10.1007/s10064-017-1101-9
– ident: 10.1016/j.sandf.2020.06.006_b0060
– volume: 50
  start-page: 1444
  issue: 12
  year: 2017
  ident: 10.1016/j.sandf.2020.06.006_b0015
  article-title: Impact of Desalination on Physical and Mechanical Properties of Lanzhou Loess
  publication-title: Eurasian Soil Sci.
  doi: 10.1134/S1064229317130014
– volume: 164
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0185
  article-title: Shear strength and damage mechanism of saline intact loess after freeze-thaw cycling
  publication-title: Cold Reg. Sci. Tech.
  doi: 10.1016/j.coldregions.2019.05.005
– volume: 81
  start-page: 213
  issue: 3
  year: 2005
  ident: 10.1016/j.sandf.2020.06.006_b0005
  article-title: Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2005.06.009
– volume: 47
  start-page: 839
  issue: 3
  year: 2017
  ident: 10.1016/j.sandf.2020.06.006_b0215
  article-title: Experimental Study on Porosity Characteristics of Loess Under Freezing-Thawing Cycle
  publication-title: J. Jilin Univ. Earth Sci. Ed.
– start-page: 342
  year: 1969
  ident: 10.1016/j.sandf.2020.06.006_b0120
  article-title: Creep rupture
– volume: 79
  start-page: 383
  issue: 1
  year: 2020
  ident: 10.1016/j.sandf.2020.06.006_b0070
  article-title: Comprehensive strength deterioration model of compacted loess exposed to drying-wetting cycles
  publication-title: Bull. Eng. Geol. Environ.
  doi: 10.1007/s10064-019-01561-8
– volume: 38
  start-page: 2126
  issue: 10
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0200
  article-title: Study on microstructure and macro-mechanical properties of paleosol under dry-wet cycles
  publication-title: Chin. J. Rock Mech. Eng.
– volume: 54
  start-page: 97
  issue: 1
  year: 2011
  ident: 10.1016/j.sandf.2020.06.006_b0095
  article-title: Quantification and characterization of microporosity by image processing, geometric measurement and statistical methods: Application on SEM images of clay materials
  publication-title: Appl. Clay Sci.
  doi: 10.1016/j.clay.2011.07.022
– volume: 2017
  start-page: 615
  year: 2017
  ident: 10.1016/j.sandf.2020.06.006_b0085
  article-title: Impact of Wet-Dry Cycles on the Shear Strength of High Plastic Clay Based on Direct Shear Testing
  publication-title: Geotechnical Frontiers
– volume: 106
  start-page: 47
  year: 2014
  ident: 10.1016/j.sandf.2020.06.006_b0170
  article-title: A simple rheological element based creep model for frozen soils
  publication-title: Cold Reg. Sci. Tech.
  doi: 10.1016/j.coldregions.2014.06.007
– volume: 181
  start-page: 249
  year: 2014
  ident: 10.1016/j.sandf.2020.06.006_b0075
  article-title: Structural characterization of natural loess and remolded loess under triaxial tests
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2014.07.021
– volume: 88
  start-page: 50
  year: 2013
  ident: 10.1016/j.sandf.2020.06.006_b0175
  article-title: A novel method for estimating settlement of embankments in cold regions
  publication-title: Cold Reg. Sci. Tech.
  doi: 10.1016/j.coldregions.2012.12.009
– volume: 2019
  start-page: 14
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0210
  article-title: A New Soil-Water Characteristic Curve Model for Unsaturated Loess Based on Wetting-Induced Pore Deformation
  publication-title: Geofluids
  doi: 10.1155/2019/1672418
– volume: 153
  start-page: 55
  year: 2018
  ident: 10.1016/j.sandf.2020.06.006_b0155
  article-title: A resistivity model for testing unfrozen water content of frozen soil
  publication-title: Cold Reg. Sci. Tech.
  doi: 10.1016/j.coldregions.2018.05.003
– volume: 19
  start-page: 1226
  issue: 3
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0160
  article-title: Evolution of pore-size distribution of intact loess and remolded loess due to consolidation
  publication-title: J. Soils Sediments
  doi: 10.1007/s11368-018-2136-7
– volume: 39
  start-page: 4117
  issue: 11
  year: 2018
  ident: 10.1016/j.sandf.2020.06.006_b0030
  article-title: Analogy study on evolution of microstructure of earthen monument during natural weathering process
  publication-title: Rock Soil Mech.
– volume: 9
  start-page: 155
  issue: 2
  year: 2011
  ident: 10.1016/j.sandf.2020.06.006_b0040
  article-title: Relative hydraulic conductivity and effective saturation from Earth's field nuclear magnetic resonance - a method for assessing the vadose zone
  publication-title: Near Surf. Geophys.
  doi: 10.3997/1873-0604.2010055
– volume: 228
  start-page: 337
  year: 2017
  ident: 10.1016/j.sandf.2020.06.006_b0055
  article-title: A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2017.09.003
– volume: 81
  start-page: D503
  issue: 5
  year: 2016
  ident: 10.1016/j.sandf.2020.06.006_b0110
  article-title: Models and methods for predicting hydraulic conductivity in near-surface unconsolidated sediments using nuclear magnetic resonance
  publication-title: Geophysics
  doi: 10.1190/geo2015-0515.1
– volume: 148
  start-page: 104
  year: 2018
  ident: 10.1016/j.sandf.2020.06.006_b0190
  article-title: Strength behaviors and meso-structural characters of loess after freeze-thaw
  publication-title: Cold Reg. Sci. Tech.
  doi: 10.1016/j.coldregions.2018.01.011
– volume: 55
  start-page: 304
  issue: 2
  year: 2015
  ident: 10.1016/j.sandf.2020.06.006_b0050
  article-title: Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil
  publication-title: Soils Found.
  doi: 10.1016/j.sandf.2015.02.007
– volume: 75
  start-page: 1639
  issue: 4
  year: 2016
  ident: 10.1016/j.sandf.2020.06.006_b0140
  article-title: An experimental study of the mechanical characteristics of fractured loess in western China
  publication-title: Bull. Eng. Geol. Environ.
  doi: 10.1007/s10064-015-0793-y
– volume: 23
  start-page: 2437
  issue: 6
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0165
  article-title: Shear Strength Behavior of Coarse-Grained Saline Soils after Freeze-Thaw
  publication-title: KSCE J. Civ. Eng.
  doi: 10.1007/s12205-019-0197-9
– volume: 57
  start-page: 77
  year: 2013
  ident: 10.1016/j.sandf.2020.06.006_b0100
  article-title: Automatic quantification of crack patterns by image processing
  publication-title: Comput. Geosci.
  doi: 10.1016/j.cageo.2013.04.008
– volume: 233
  start-page: 11
  year: 2018
  ident: 10.1016/j.sandf.2020.06.006_b0125
  article-title: Collapse behavior and microstructural alteration of remolded loess under graded wetting tests
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2017.11.025
– volume: 17
  start-page: 61
  issue: 1
  year: 2017
  ident: 10.1016/j.sandf.2020.06.006_b0135
  article-title: The changing pore size distribution of swelling and shrinking soil revealed by nuclear magnetic resonance relaxometry
  publication-title: J. Soils Sediments
  doi: 10.1007/s11368-016-1511-5
– volume: 53
  start-page: 1026
  issue: 6
  year: 2016
  ident: 10.1016/j.sandf.2020.06.006_b0195
  article-title: Influence of structure on the behavior of a saturated clayey loess
  publication-title: Can. Geotech. J.
  doi: 10.1139/cgj-2015-0200
– volume: 167
  start-page: 12
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0025
  article-title: Study on the mesostructural evolution mechanism of compacted loess subjected to various weathering actions
  publication-title: Cold Reg. Sci. Tech.
  doi: 10.1016/j.coldregions.2019.102846
– volume: 140
  start-page: 5
  issue: 2
  year: 2014
  ident: 10.1016/j.sandf.2020.06.006_b0065
  article-title: Shear Strength of Unsaturated Soils under Multiple Drying-Wetting Cycles
  publication-title: J. Geotech. Geoenviron. Eng.
  doi: 10.1061/(ASCE)GT.1943-5606.0001032
– volume: 165
  start-page: 125
  year: 2018
  ident: 10.1016/j.sandf.2020.06.006_b0205
  article-title: Soil moisture variations at different topographic domains and land use types in the semi-arid Loess Plateau, China
  publication-title: Catena
  doi: 10.1016/j.catena.2018.01.020
– volume: 24
  start-page: 796
  issue: 4
  year: 2017
  ident: 10.1016/j.sandf.2020.06.006_b0130
  article-title: Effect of salts on earthen materials deterioration after humidity cycling
  publication-title: J. Central South Univ.
  doi: 10.1007/s11771-017-3482-0
– volume: 154
  start-page: 153
  issue: 1–2
  year: 2009
  ident: 10.1016/j.sandf.2020.06.006_b0010
  article-title: Image analysis and fractal geometry to characterize soil desiccation cracks
  publication-title: Geoderma
  doi: 10.1016/j.geoderma.2009.10.008
– volume: 101
  start-page: 204
  issue: 3–4
  year: 2008
  ident: 10.1016/j.sandf.2020.06.006_b0145
  article-title: Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2008.05.005
– volume: 53
  start-page: 1902
  issue: 12
  year: 2016
  ident: 10.1016/j.sandf.2020.06.006_b0115
  article-title: Pore-size distribution of a compacted silty soil after compaction, saturation, and loading
  publication-title: Can. Geotech. J.
  doi: 10.1139/cgj-2016-0184
– volume: 200
  start-page: 1
  year: 2016
  ident: 10.1016/j.sandf.2020.06.006_b0045
  article-title: Shear displacements induced by decrease in pore solution concentration on a pre-existing slip surface
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2015.11.007
– year: 2007
  ident: 10.1016/j.sandf.2020.06.006_b0035
– volume: 173
  start-page: 276
  year: 2019
  ident: 10.1016/j.sandf.2020.06.006_b0090
  article-title: Microstructural evolution of loess soils from the Loess Plateau of China
  publication-title: Catena
  doi: 10.1016/j.catena.2018.10.006
– volume: 97
  start-page: 11
  issue: 1
  year: 1999
  ident: 10.1016/j.sandf.2020.06.006_b0080
  article-title: Rupture Time Under Creep Conditions
  publication-title: Int. J. Fract.
  doi: 10.1023/A:1018671022008
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Snippet In this paper, influence of dry-wet cycles on the damage characteristics was investigated on saline loess specimens by infiltrating sodium sulfate solution...
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StartPage 911
SubjectTerms Damage
Dry-wet
Loess
NMR
SEM
Sodium sulfate
Title Damage of saline intact loess after dry-wet and its interpretation based on SEM and NMR
URI https://dx.doi.org/10.1016/j.sandf.2020.06.006
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